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PROJ00402
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Last modified
11/19/2009 11:22:24 AM
Creation date
10/5/2006 11:53:24 PM
Metadata
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Loan Projects
Contract/PO #
C153517
Contractor Name
Lone Cabin Ditch and Reservoir Company
Contract Type
Loan
Water District
40
County
Delta
Bill Number
SB 87-15
Loan Projects - Doc Type
Feasibility Study
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<br />I~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I,v- <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />-- <br /> <br />;.c'" c ,} <br />~.J-::"I <br /> <br /> <br />RrCHARD 0 lAMM <br />GOvef nor <br /> <br />JHHS A_ DANIELSON <br />Sl;tle Engineer <br /> <br />OFFICE OF THE STATE ENGINEER <br />DIVISION OF WATER RESOURCES <br /> <br />1313 Sherman Street-Room 818 <br />Denver, Colorado 80203 <br />, (303) 866-3581 <br />January 2, 1986 <br /> <br />Mc. E. LeRoy Black <br />UTE Engineecing & Sucveying Company <br />Box 614 <br />443 Dodge <br />Delta. CO 81416 <br /> <br />when ceplying, cefec to: <br />LONE CABIN RESERVOIR <br />w. Div. 4, DAMID: 400404 <br /> <br />Deac Mc. Black: <br /> <br />We completed ouc ceview of youc planS and specifications foc the slide <br />cepaic on Lone Cabin Resecvoic's downstceam face. Based on this ceview and <br />pcevious inspection cepocts. the appcoval of these plans will not cemove the <br />cestciction which ociginated due to an inadequate spillway. Until we appcove <br />a hydcology study. the cestciction will ~till be enfocced. <br /> <br />Howevec. in ocdec to appcove the pl~ns and specifications foc the slide. <br />the following items need addcessing: <br /> <br />1) A cost estimate and filing fee is cequiced. <br /> <br />2) Specifications must include: <br /> <br />a) pcovision that the plans and specifications may not be matecially <br />changed in any pacticulac except with the wcitten consent of the <br />State Engineec. <br /> <br />/ <br /> <br />b) Pcovision foc developing AS-BUILT dcawings. <br /> <br />c) pcovision that constcuction cannot be consideced complete until <br />the State Engineec has appcoved the same in wciting. <br /> <br />3) A Geotechnical Repoct is cequiced on the boccow matecial. The cepoct <br />should follow the guidelines on page 25 of the "Design Review Manual." <br /> <br />4) The type of embankment matecial desccibed in Section 02219. page 6. <br />item 2.01.8 and C is vague. Clacify the descciption. which should be <br />detecmined in the Geotechnical Repoct. <br /> <br />:JAW 7 mJ; <br />
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